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HomeMy WebLinkAbout16408 51ST AVE NE_BLD1733_2026 A PORTION OF SECTION 28,TOWNSHIP 31 NORTH, RANGE 05 EAST,W.M. W 1]4TH � _ Z4 x r O .Q 1 172nd St.NE 21 U4 <1- SURVEYOR'S NOTES: t is x � Z c�� 1. Site and surrounding topography in is based on 2005 Snohomish w � ai N Co LIDAR bare-earth survey data,and have been verified by field t B 8 7 H z oo o�h survey. > c 2.Utility locations should be verified by engineer and contractor prior to ¢ z 4)Q construction. 'g f N _City of Arlington Q 3 M DATUM&BENCHMARK — — — ---I L City of Marysville -6 p DATUM: rn -C 5N HORIZONTAL NAD 83/91 SITE N L P Washington State Plane N CO Q 10 VERTICAL W b NAVD 88 O SITE BENCHMARK: z b Cl) Concrete Monument with brass disc in case _ _ Elevation 118.18 7 s LEGAL DESCRIPTION \ 1 5 2 N D I v+ 3 Before BLA a — �_ D Section 28 Township 31 Range 05 Quarter NE BEG SE COR SEl/4 NEI MTH W \ ,�, o 0 ALG S LN SO SUB 806H TH N PLW E LN SUB 182FT TH E PUN S LN SUB 3D6FT TH S 32FT TH E PLW S LN SUB 500FT TO E LN SD SUB TH S ALG E LN PLG SUBJ ESE = o 00' a0 W PUD VICINITY MAP SCALE 1"=20 'a After BLA THE SOUTH 162.50 FEET OF THE FOLLOWING DESCRIBED PARCELIMF COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF 21 22 THE NORTHEAST QUARTER OF SECTION 28.TOWNSHIP 31 NORTH.RANGE 5 _ 2 2i EAST,W.M.:THENCE WEST 80 RODS;THENCE NORTH 20 RODS;THENCE EAST 80 RODS:THENCE SOUTH 2O RODS TO THE TRUE POINT OF BEGINNING: EXCEPT THE NORTH 30 FEET THEREOF;AND EXCEPT ROAD. �g A.Kg SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON PswoFW"sN m�J'C V 0 1G791 SV� Is ALS r 1 a i J I 3/aV8WI-012-00 Boundary Line fore BLA) ?' 1T Drainage& Q � , o 3 Utility Easement Iu 1Y A _ m - L Boundary Line } I 1 r \ �j w z z z z -PASAL faker BLAI eProPosed Hydrant e _ __� dng(tyPd) __ Zaf.,?7 i �dE ot,� 000_O� L-4 _ _ - - - ing ltypl 1 olarays ' - - _ ._. ire^' e 'Y B-' --_-W E rR RV S u Itypl - -.ae�c.No.iatxzu \I> 9 \ x 30'to be DeeK d Sp ..�.. i .��__ s_____ __ _ _ _ 24'Wide Pave"nt Trosh Birs-OW) i� ` _ aUo rc?m"�'rc' T , to City of Arlington 49 -- ,,�.: „�. ___ _ ___ __ _ ___ _ _ a 1- __SP - a.:�. -_i__ _ f .`�to fAnington �- 3 _ _ 53 54 L 3 R Se Ce S _ R - - "- 3P ;p_ _ h 481 W 51 52 55 b7 58 59` 601 61 652 63 � � SP- PASTURE I 65 66 67 R IMeraeCNgr SP bB 69 70 71 72 73 74 7 76 77 7 -9 80 $_ �... _ - 3P----bP �R 5p "� 3R �"- -' II �IY ; Aisle C,STA=52+02.38 / SP �., A r--T,--I- r--�-r,-�-r� T -T-,�sl�-� AIS..:T�� 8 82 eb 87 aB By 90 �' yl'T j CONTACT PERSON o a3 s4 e6 h 46 Aisle D,STA=60+61.00 -- _ * � *.L � T 1 .�,�r \� - Land Technologies Inc. 0 a '-' ,�, ^- r-r +�{--, ,y J Merle Ash om, �R)44 43 42 41 $P SP SP SP SP SP SP SP SP SP SP a a Slst ve.14 $TA= 96. 188203rd Ave.NE L QF 10' a SP \ 40 39 38 37 36 35 34 33 32 31 SP SP SP SP SP SP SP SP SP SP xr Arlington,WA 98223 3 6i Setback 29 28 2I 26 25 24 23 22 SP SP SP SP SP SP SP SP SP SP 13Ps dd"ng 3 J 1 ' ) I Ste CSIA_=4 00 360.652.9727 'O i \ 21 20 19 18 17 16 15 14 13 SPJ(7LSP SP SP SP J/ -z 9 8 7 6 Sr-BEng - Y i I�rR 1:'.C')f^�^\ \ merle@iondtechwaY.com > � _ � SP — — CivofAdhhaJon _ SITE ADDRESS La .a--� 25'ROW to be .�- -- �-�- _ �` m - L � Dedicated /-»e _ � < -- 5'Tmfl Swale -o - �� H (I \ �� 16408 51 Ave.NE -� z 3 Marysville,WA 98270 Q N -' -- t.!H loN 5�c N81 1T 56'Vy 1296.96' / '� 1_., 1O'Setback Une - _v CityotMays✓r7/e �,aieto,vos��r ce e - -- _ I Y Bvrmark� `l o APPLICANT y z - - na vrocoa»n/ -_ J -- - 31 ✓04-001-00 - \ Jim Klein o O Z - -wswsa�lv_ PASTURE Pocrfc rlinenlaleonk --------- _ Exit 10XJ' �-�'-�- Mar 152ntl A98 d `` 3_ T✓�" PAS7URE - Nac.Na 195PA99s (Y I \s Marysville,WA 98270 w EL 1 ENGINEER cn 0 w es,Inc.i CONSTRUCTION SITE PLAN o 120' James A.Kres Land Technologe,PE ¢ N 18820 3rd Ave.NE g Z Scale:V' 60' Arlington,WA 98223 a Q 360.652.9727 Service hook ups on jim@londtechway.com drivers side re«of pad ~ SURVEYOR U h- 29 David R.Downing&Associates David Downing,PLS s'--r-1r—I--e' PROJECT INFORMATION LOCAL SERVICES 422976fh St.NE#202 Tax Parcel Numbers 310528-001-011-W Sewage Disposal: City of Marysville Receive Marysville,WA 98270 Total Area 210,783 sf(4.84 OC) Water District: City of Marysville (� 360.653.5365 o O C'.. Comp.Plan Designation LI(Light Industrial) School District: Arlington School District#16 Existing Zoning GC(General Commercial) Fire District: Arlington Fire District DEC 10 zm CERTIFIED EROSION a U Exsting Land Use Single Family Residence Post Office: City of Arlington �1 Ee`1t I11 II/I CONTROL SPECIALIST 3 R 47 �,5 RV R Proposed Land Use RV Park Electric: Snohomish County PUD �INU L-`"'Y`I pace ace pace 15' Numberof Spaces 92 Phone: Frontier CommunicationsCob - y m 0 Gas:le: NWave Cable 1 0 P OPEN SPACE CALCULATIONS F Total Project Area(less ROW) 168,712 sf(3.87 ac) z a Open Space provided 40.t03sf(23.�ofsife). CONSTRUCTION DRAWING REVIEW 25— 42 5' Open Space required 33,747 sf(Z0,`U of site) H - Emerald Greens Sheet List Table ACKNOWLEDGMENT -� THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE a 24'Drive Aisle SITE AREA ANALYSIS Sheet Number Sheet Title WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS - DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE U Gross SiteArea 242.071 sf(4.84 ac) Cl Construction Site Plan RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER, WHOSE STAMP AND SIGNATURE s Area deeded as ROW 30,071 sf APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW Area in Aisle 94,440 sf DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE � Area in RV Spaces 94.440 sf � Conshuction Nofes 19 Area in Service Building 3,528 sf 9.Grading Plan OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY a C3 Clearin Gradin OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE Parking Parking2 Area in Open Space 10,784 sf ng ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS O° Totals 2T0,783d C4 Grading&TESC Details WHICH MAY AND, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT V R C5 Road Plan&Profile Space Space Space] Road Length 1,200If APPROVAL(HPA), WSDOE NOTICE OF IN NT 01), ANY CORP OF ENGINEERS FILL 75 CALL ATLEAST2 c6 StommvaterManagemenTPlanandProBe PERMITS AND T REQUIRE E E ENDANGERED SPECIES ACT. SHEET Parlangt Parking C8 BUSINESS DAYS I ( C7 sr«mwate Management Details BY. 7 C7 BEFORE YOU DIG 1 RV SPACE 2 SERVICE BUILDING C8 Composite Utility Plan C I of City Engin 22x34 1-800-424-5555 SCALE:1"=20' N T I APPROVAL VALID FOR 18 MONTHS --- COMMERCIAL APPLICATION PERMIT SUBMITTAL T�lIiYG�O Department of Community& Economic s Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. One(1) City of Arlington Commercial/Multi-Family Permit Application (One(1) permit application per building or structure is required) One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2)Architectural Drawings ❑ Two (2) Structural Drawings ❑ Two(2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) One(1) NREC Code Compliance Forms ❑ One(1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced(aOrlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 Y O� COMMERCIAL APPLICATION r���,�o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following. International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401 4 1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure REV 2015 Page 2 of 9 Ct'�Y Off, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas, floodways, and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1 ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8 List work to be performed under this permit b) Design Team Information 1 Design Professional in Responsible Charge 2 Architects 3 Structural Engineers 4 Owner 5 Developer 6 Any other Design Team Members 2 ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. 0 Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page-3_of_9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4 ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes C. ❑ SPECIAL INSPECTION 1 Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 ` COMMERCIAL APPLICATION INC, PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLISTAND AN OCCUPANT'S STATEMENT OF INTENDED USE. �vP�•k Name of Project: �"` �" a of S dO " .S' Valuation rf Project Address: Parcel ID#: Legal Description Owner: ��A'»�G� �'1 I �+ 'e Phone Number: V 1s-SOg-';1cQ0-7 Address: City: Mate 1-4. Zip Code: 9 a 2 7 / Engineer: J2 cVA4 a Phone Number: Cell Phone. Y2js 3 Y X 9 5' 2 E-mail: Address: 8 v. - 9 7 City: i���4�' `� State: Zip Code: 98 2 2 J General Contractor: Q-Lcis LA-6— Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: C ! - Phone Number: o 1/2 mot' Cell Phone: ro S 2- $p 7 E-mail: (AL op kle ,h y{ , C a�y( Address: C(U / i 3-7 `r T/✓c_ City: d •- a State t✓Q_ Zip Code: q R 2- 7/ Proposed Scope of Work. REV 2015 Page 6 of 9 \ , (U,7 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL 'Y Department of Community& Economic c Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Name of Project: Project Address: 6 y 3 �'+j�e �a,p� ��2 -.? Special Inspection Firm: Address: 6-/ a / t-3L .c� 6Lt /H a—yr v i� 1�.� I✓� r�. Q82 7 Contact Person: t//1 r►% kIle, i.. Phone: y2S Sr o 2-9- 0 7 Email: V 4. PVT t.S . �f�C�h Q 6 4— t _ C a/W Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed) ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 Y_ O� COMMERCIAL APPLICATION PERMIT SUBMITTAL Z�l�NT TGAO Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant C Or: —s- S Q� LS aA0 Site Address 16y02 5 (S+ Q\\)e-v t Ir- O:r 00..gg2-7IBldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Number of Stories Square Footage Per Floor Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 '� Y Of COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the to sand conditions of this agreement. Owner: C__ Date: 1 20 l7 I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Print Applicants Name Date J / FOR STAFF USE ONLY Received Permit# Accepted By Amount Received Receipt# Date Received /O J 7 REV 2015 Page 9 of 9 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:16408 51st Ave NE Permit#:1733 Parcel#:31052800101100 Valuation:15000.00 OWNER APPLICANT CONTRACTOR Name:KLEIN FAMILY PROPERTIES,LLC Name:James Klein Name:Klein Family Properties,LLC Address: 16408 51ST AVENUE NE Address:6101 152nd Street NE Address:6101 152nd Street NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Marysville,W 98271 City,State Zip:Marysville,WA 98270 Phone: Phone:425-508-2807 Phone:425-508-2807 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 3 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX N :Sa tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded ity 'Arlington 13 01. 1i -13 'l /z/44 Signature Print Name Date Released By 4 Ddic CONDITIONS See red-lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/13/2017 Building Permit Fee $354.68 11/13/2017 Building Plan Review Fee $230.54 11/13/2017 Processing/Technology Fee $25.00 11/13/2017 State Building Code Surcharge Fee $4.50 Total Due: $614.72 Total Payment: $0.00 Balance Due: $614.72 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: �- CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE_________Ay_ -- NO CHANGES AUTHORIZED UNLESS APPROVED BY THE OFFICE ING INSPECTOR COPY Service hook vps onBUILD drivers side rear of pad - tbl f PROJECT INI=ORMATION 141° Tax Parcel Numbers 310528-001-012-00 Total Area 17$,394 sf (4.10 ac) on Comp. Plan DesignWlon Ll (Light Industrial) Existing Zoning GC (General Commercial) R a° RV R !_ ':. �' Existing Land Use Single Family Residence Space. -Space pace Proposed Land Use RV Park Number of Spaces 92 O EN SPACE CALCULAT1O14S Ic a Total Project Area (Less ROW) 168.776 sf (3.87 ac) _ 'r 1 , Open Space prov ded 40,174 sf (239b of site) -�25' 42' <4' L _ '- _ Open Space required 33,�758 sf (209b of site) Emerald Greens - i l 24' Ddve Aisle SITE AREA ANALYSIS _ Gross Site Area r 178,3914 sf (4,10 ac) Area deeded Os ROW 9,618 sf Area in Aisle 30,590 sf Area in RV Spaces 94,500 sf 1 9� r �. Area in Service Building 3,528 sf Parking P Ing 2 Area in Opera Space 40,158 sf Total . 178,394 sf V R l Space .- � S ace , Spoce Road Length 1,2CO if y arking 1 ��a ing 2 1 NOV 02017 RV SPACE SERVICE BOILDING MAIN FLOOR PLAN NOTES ALL BEAMS AND HEADERS SHALL BE 4 x 10, UNLESS NOTED OTHERWISE. f 2. MAIN FLOOR TO BE CONCRETE FLOOR SI.AS:PROVIDE 4"THICK CONCRETE SLAB WITH 6)(c,W2.5 x W2.9 WWM OR FIBER MESH OV!6 MIL. BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING GRAVEL FILL.SLOPE TO-FLOOR DRAINS&SEAL PER HEALTH 012-T. A� ARL Y SO FACE REQUIREMENTS Imo , SOLID BLOCK OVER ALL SUPPORTS •tt !` 4, EXTERIOR WALL TRAINING SHALL BE 2 x 4 @ 1$"Q,c.(UNO) g, INTERIOR XON-BWING &PLUMBING WALL.FRAMW SHALL BE 2 x 4(c;y, 16"c c.(LINO) � I � 6, SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO), � ALL FRAMING HARDWARE TO BE SiMPSON.PROVIDE ALL MANUF,RECOMMENDED FASTENERS.ALL - N CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED, I � 7,y— 9, FIRE BLOCK ALL PLUMBING PENETRATIONS FIRE BLOCK @ 10'4' INTERVALS,VERT IN WALLS- � v�� ® �, —�� ✓�'�'I� i I ��'��' 9, PROVIDE 110-VOLT INTERCONNECTED HARDWIRE CARBONMONOXiDE-SMOKE DETECTOR(CDISD) t ( A CENTRALLY LOCATED ON EACH SPACE.S EE PLAN `� vl vj j r' 1 � ', �11 I,) 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR 11. PROVIDE GENERAL W Ui.ATION, PER ENERGY CODE REQUIREMENTS,AT WARM WALLS AND EXTERICk WALLS OF LIVING SPACE.(R-15 DENSE GATT)R-36 DENSE GATT AT ROOFICEILiNG AND R-30 AT FLOOR _ j f '1i2. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS.AN[.,FI 0OR/CEILINC = p n' 13. r'!- ;VfDE.(-),"SIDE A0 AT .AS APPI IHNGE Li:UATION o ^l� 14. PROVIDE INSTANTANIOUS INLINE VVATER HEATER FOR HOT WATER SUPPLY OR AT OWNERS OPTIOtii - -----� i PROVIDE ATTIC WATER HEAT ER INSTALLATION VVITH PRESSURE RELEASE VALVUE: DRIP PAN AND �G _ tP �`� ` `, INSULATION PER APPLICr,",LE CODES. - O 15. MECHANICAL, ELECTRICAL,AND PLUMBING ARI,DESIGN-BUILD.CUT SHEETS,MODEL NUMBERS. LAYOUT � AND CALCULATIONS SHALL BE PROVIDED AT INDIVIDUAL DISCIPLINE PERMIT SUBMITTAL,M : - - 16, TP,-A SH ENCLOSE SHALL 3E LOCATED AT EACH SERVICE BUILDING AS SHOWN ON THE PLAN AND IN J d y s;OMPLIANCE WITH JINI KELLY'S REQUIREMENT SEE DETAIL#5,SPACE.TO BE FENCLOSED VVITH BL cK VINYL COATED CHAIN-LINK FENCE&GATE SYSTEM 177 ma ¢ � � 71 , T- 21,E 3 — 10 MAIN FLOOR PLAN NOTES 1, ALL BEAMS AND HEADERS SHALL BE 4 x 10,UNLESS NOTED OTHERWISE. D� 2. MAIN FLOOR TO BE CONCRETE FLOOR SLAB:PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2,9 WWM OR FIBER MESH OV/8 MIL, BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING 0 \ �' �� i] �f ` / s w ` f, t j GRAVEL PILL,SLOPE TO,FLOOR DRAINS&SEAL PER HEALTH DEPT SANITARY SURFACE REQUIREMENTS. v r ++ i r , _ 3. SOLID BLOCK OVER ALL SUPPORTS. EXTERIOR WALL FRAMING SHALL BE 2 x 4 a 18"o,c, (UNO) S, INTERIOR NON-BEARING &PLUMBING VMAU FF.Ah WG SHALL BE 2 x 4® 16"o,c,(WO) - SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH (UNO), ^^«- � {'�fY `; 7, ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUR RECOMMENDED FASTENERS,ALL N I I�► ~ Z:. �Q' - CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL 13E HOT DIPPED GALVANIZED, i m � D r i LT �; FIRE BLOCK ALL PLUMBING PENETRATIONS. FIRE BLOCK Z 10'-0"INTERVALS,VERT, IN WALLS. �D �-A 9" PROVIDE 110-VOLT INTERCONNECTED HARDWIRE CAR90Ni lONOXIDE-'SiriOKE DETECTOR(Cf7/SD) ` ® �j ' I ClrttiTRALLY LOCATED ON EACH SPADE,S EE PLAN ~' � (,. Qt 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR. 11. PROVIDE GENERAL 14SULATIOW,PER EWIRGY CODE REQUIREMENTS,AT WAFw WALLS AND EXTERIORAL } �15 �� 4 WALLS OF LIVING SPACE, (R-15 DENSE 6ATT)R-36 DENSE BAfiT A7 ROOF/CEILING AND R 30 AT FLOOR, �; 12. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS AND FLOOR/CEILING, 1 3. PROVIDE OUTSIDE AIR AT GAS APPLIANCE LOCATIONS YT(] \ iI �C1' I" .' ✓ 14, PROVIDE.INSTA,NTA141OL IS INL INF%HATER HEATE.P..F-13'R HOT`14ATE.t SUPPLY C)IR AT OWNERS op'tION � ROVIGE A-rTiC vlATER HEATER iNSTALLATI110HWITH PRESSURE REUEASE DRIP PAH:iND �> INSULATION PER APPLICABLE CODES, 15. MECHANICAL,ELECTRICAL,AND PLUMBING ARE DESIrN-BUILD CUT SHEETS,MODEL NUMBERS, LAYOUT {ENO CALCULATIONS SHALL BE PROAADED AT iNDIVIDUAL DISCIPLINE PERMIT SU91 ITTAL, � x, 1..1r. �' 16. TRASH ENCLOSE SHALL BE L•OCATE[D AT EACH SERVICE BUILDING AS SI-id�WN ON THE PLAN AND IN � �,�j l) T- I -I \ e • s4 R.!I. `''I _ �`- IN�"` 04.L L.<� � °; a{TI�LIANC,E S,NITFi,IR0 KELG'a"S REQUIREMENT SEE ?E T;�IL',`r5 SPACET B Fid(`1.iJ5 D'J/i'i '1 di_� 'r � P fit'1✓i t' 0i'YL sOATE'[i CHAIN-LINK FENCE&GATE SYS"'EtA 711J ,011 _ _-----=---,- _ - -- - I ELtTIUN NOTES Z } �!' _ �--..--JJ �'�`'`� - - •-- 1. ALL EXTERIOR WALLS TO HAVE BOARD AND '" Q ry - BATTEN COMPOSITE SIDING,WITH TRIM AS O Z ! I.L. _ SHOWN ON ELEVATIONS, _ I i II 1 l i II 2. PROVIDE CONTINUOUS METAL GUTTERS ON 2 x Z u WOOD FASCIA.. 3. ROOFING MATERIAL TO BE ASPHALT ' COMPOSITIONS ROOFING, PROVIDE ZINC STRIP j Q Q I ; CONT, SCREENED RIDGEVENT.OWNER OPTION: to CL E Z O ( STANDfNG SEAM:METAL C) > 0' f 4. TRIM ALL WINDOWS AND DOORS WITH 2 x WOOD � Z Z WITH PRE-FINISHED METAL DRIP-FLASHING > W .J S 144 r \� _ •�,:,�..._=:,w � I _ ,_ � CAULK ENTIRE PERIMETER, (UNO). � Y � Q F{7i3NQATIONPLAW?QOTES EXTERIOR&INTERIOR BEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o.c. (UNO) 2. INTERIOR NOWBEARING&PLUMBING WALL FRAMING SHALL BE 2 x 4@ 16"o.c. (UNO) 3. PERIMETER DOUNDATION SHALL BE MONO-POUR 12"WIDE AT BASE x ANGLE TO MEET UNDER SLAB WITH 2-#4 BARS CONT, HORIZ,TOP AND BOTTOM AND#4 BARS AT 24"o.c.VERT.ANGLED INTO SLAB WITH 24"MIN OVERLAP TO WWM OR 48"EXTENSION INTO SLAB WITH FIBER MESH.REBAR PER DETAIL, (UNLESS NOTED OTHERWISE)EXTERIOR WALL FRAMING SHALL BE 2 x 64C 18"o,c.ON PRESSURE TREATED SILL BOLTED TO FOUNDATION EDGE WITH 1/2"dla. ANCHOR BOLTS W/7"IMBED @ 48"ox, &WITHIN 12"BUT LESS THAN 41'FROM CORNERS AND END OF PLATE.PROVIDE 3"x 3"x 1'/4"SQUARE WASHERS AT EACH BOLT.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS,ALL � CONNECTIONS TO PRESSURE TREATED MAILS SHALL BE H4T DIPPED GALVAMZED. CONCRETE FLOOR SLAB; PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2.9 WWM OR FIBER MESH OV/8 MIL, �. SLACtS VAPOR BARRIER OVER 2"SANO ON 4"COMPACTS FREE DRAINING GRAVEL FILL. 7�� /�� \ 5. PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. �•1t'i lea E% ��, �? J e. ALL FOOTINGS TO BE 16"MINIMUM BELOW FINISH GRADE AND TO BEAR ON UNDISTURBED SAIL, STEP FOOTING AS ' SITE REQUIRES, � ALL FRAMING HARDWARE TO BE SIMPSON,PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS.ALL "r CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE+IOT-DWED GAtVA1+11ZED. s 8. WATER PROOF EXTERIOR 510E Of FOUNDATION. '. ROOF FRAMING PLAN 1. ALL BEAMS AND HEADERS TO BE 4x10(UNO), �-� 2, SOLID BLOCK OVER SUPPORTS. ZZ —• �' 3. PROVIDE PRE-MANL)FA>CTURED ENGINEERED TRUSSES(0 24"o.c,&PROVIDEaIMPSQN HARDWARE AS NEEDED � FOR A COMPLETE INSTALLATION, SEE PLAN FOR LOCATION&TYPE t PROVIDE LADDER FRAMING AT GABLE ENDS(Q 24"o.c.,SEE PLAN FOR LOCATION PAOVtW CONTINUOUS METAL GUTTER ON 2 x WOOD FASCIA. PROVIDE 1/150 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION AT EAVES OR 1/300 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION IF 50% IS AT THE SAVE AND 50%IS AT THE RIDGE. c ALL ROOF AREA; 192 sgft x 1/300 w 0,54 tgft or 93,0 eq In NET FREE AREA ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. _ w / ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. ~r p 12. PROVIDE 22"x 30"min 20 MINUTE FIRE RATED ATTIC ACCESS DOOR WITH 30"CLEAR HEAD SPACE ABOVE. DOOR � 'Y34 SHALL BE SELF-CLOSING HINGES AND SMOKE SEAL.AT PERIMETER.MAWTAIN ACCESS THRU OUT AT SIC WHEN � --6 CONDITIONS MEET ABOVE REQUIREMENTS, L22 ELEVATION NOTES / 9 I-%•� 1. ALL EXTERYOR WALLS TO HAVE BOARD � AND BATTEN COMPOSITE SIDING,WITH 0 TRIM AS SHOWN ON ELEVATIONS. O — -H 2. PROVIDE CONTINUOUS METAL GUTTERS LL Z I I ON 2 WOOD FASCIA.. { V' W x 3, ROOFING MATERIAL TO BE ASPHALT Z_ Z a = , I � 3•--=-:; ._. _I_. � COMPOSITIONS ROOFING. PROVIDE W j ZINC-STRIP CONT. SCREENED RIDGE J w > VENT.OWNER OPTION:STANDING SEAM m fJ. � O I METAL UJ > r 4. TRIM ALL WINDOWS AND DOORS WITH 2 u x WOOD WITH PRE-FINISHED METAL y Z N Z DRIP-FLASHING. CAULK ENTIREip J PERIMETER,(UNO). i fJ �'�1 %U����� I - ►'; lam;- :I ff• % '�� ' n. A-2 VA,I► � I r RESTROOM & 3AREJER FREE HOTES 1. REVIEW ALL CONSTRRUCTON DOCUMENT$PRIOR TO CONSTRUCTION. 11 I I�.�� of 2. DOOR HARDWARIt SHALLSE LEVER HANDLE OPERATION. 3. TOILET FCOM PLAN ILLUSTRATES FIXTURE CLEARANCE DIMENSIONS AND /� r� MOUNTING HEIGHTS. I .1DI! j 4. DIMENSIONS,NOTES,AND EQUIPMENT TYPICAL FOR BARRIER FREE TOILET ti ROOM UNLESS OTHERWISE NOTED. M. PROVIDE+41-W PLASTIC LAMINATE OR FRP WAINSCOT AT WET WALL$WITH COVED BASE AT ENTIRE FLOOR PERIMETER.SEE FINISH SCHEDULE OR FINISHES r ) _ r PLAN FOR ADDITIONALTOILET ROOM FINISH REQUIREMENTS. B. LAVATORY RIM HEIGHT+2'-W TO 2"-10"ABOVE FINISH FLOOR. 7. LOWER EDGE OF LAVATORY MIN+2'-$ABOVE FINWED FLOOR. ri 9. LAVATORY SHAM.HAVE LEVER HANDLE FAUCET OPERATION LOCATED NO MORE f TWW 17"FROM THE FRONT EDGE OF THE LAVATORY. i 9. MIRROR M BE+3'-4"ABOVE PINISH FLOOR, I 1A.PROVIDE PAPER TOWEL DISPENSER,LOCATEO+3'4*M AXIMIM ABOVE FINISH — 2'2 •fiat C' FL OM 11.ROSTROQN FAN 10 SE INTAQRALLY SWITCH WITH LIQHTING ANID VENTEPSTO iL1 � � 24-54I 75 @ 16"OC. OUTRIDE. �z 12.CONNECT TO EXISTING WATER SYSTEM,IF FEASIBLE,OR PROVIDE INSTA^HOT RWATUER EI KN T MOUNTED UNDERSINK AND 1NACORONVCE WITMALL APPLICABLE f A Pf 5 L w/ Y,V K 10"A,P, tlR13.PROVIDE BLOCKING BEHINO GRAB BAR SUPPORTS CAPABLE OF SUPPORTING A d @ 48"O,C,w/IN 12"OF 1;NI? 4� � 300-POUN0 LOAD. & > 14.PROVIDE✓ OLID BLOCKING NEHIND ALL FIXTURES, i w/ 2"z2"x�/ir`s"5Q WA51�� IL PROVIDE AND MAINTAIN 5'-0'DIA.CLEAR AREA,ONE V-0"INCROACHMENTS � / ALLOWED. 18.PROVIDE 42"GRAB BAR BEHIND TOILET AND 54"GRAS BAR AT SIDE,MOUNTED AT 1 +33'TO+3e'ABOVE FINISH19D FLOOR. 17.PROVIDE IS-VERTICAL GRAB BAR,MOUNTED J9"-+41"FROM REAR WALL AND � �" GONG,SLPV3 w/ +3S"-41" TO BOTTOM OF BAR. 6x6 W2.9mv2.9 WWM 18. PROVIDE TOILET PAPER DISPENSER AT+1Y MAX IN FRONT OF EDGE OF TOILET. 19.MOUNT TOILET RIM HEIGHT or TO IV AND+18"MIN,TO CENTFR LINE FROM WALL, O WASP- It . d 6n COMP,61 W�L TRUSS VOTES , #4 ft @ 10" OC�CONf, / a for&POf MIN, @ TOP-2 @ P0f 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED, 171 INSTALLED AND BRACED AS SPECIFIED BY ARCHITECT,ENGINEER&TRUSS MANUF. #4 PAP W f,@ 10, O.C. `. 1. ALL ROOF TRUSSES SHALL CARRY A MANO ACTUAIER'S STAMP. Mr.M.T-1jN l`-{�u ear 2 W CONE, 7 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL 5ErIW WVEL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. I ri [4E�-!{7�jo Z 4. PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. r't (4\/( O $. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. 6. TRUSS MANUFATURER TO PROVIDE AU METAL-HANGER FOR ALL TRUSS 00WECTONS. 0 Z_ 7. ALTERATIONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND BUILDING I I V UCVMON V�fAL (MONO PDX . � LJ.R DEPARTMENT. Y..ffLC, '�I' O" 'Z Z Q � > 3 D C a o Lu > � �. 0GENE � � c� LJ ISSTS N Z' , RAFTERS,STUDS, BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR 2016 ENERGY CODE REQUIR.EMNTS. L 11, ALL JOISTS, BETTER Fv=75psi, Fb=830 psi, E= 1300000 psi. UNLESS NOTED OTHERWISE. INSULATK)N AND WINDOW§ LLI j c d 2. ALL SAWN BEAMS,HEADERS,POSTS, LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE WALLS- 2 x 4 CONSTRUCTION DOUGLAS FIR-LARCH#2 OR BETTER Fv=95 psi, Fb=875 psi, e=1600000 psi;6"NOM, GLAZjNG- LI[1t.1KITt�- U.-FACTOR= U:--"f oc1 PARs LflW-E ARGON -- SHALL BE DOUGLAS FIR-LARCH#1 OR®E 7ER:Fv=85 psi;FIB=875 psi, CEILINGS- R-49 BATT IN INSULATION ALLOWED- USE R-38 DENSE BATT INSUL.W1 ADV. " E=1300000psi. UNO, ON PLAN. WALLS- R-15 BATT INSULATION ALLOWED- USE R-15 DENSE BATT(R-10 @ Headers) i 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER, (below and above grade) j) Fv=175 psi,Fb=2400 Psl,E=15001000 psi. FLOORS(heated areas)- R-10 RIGID USE R-10 RIGID INSULATION I A®3 I I I � y --TO NEAR' 5T CON51PUCl10N - � N N �/tip V FLL15H W/ or,Wa_ Or PVMNr, W/ MTACHVLC I, srn�p�s � �w WARNINGS Cl.0 � W PTH & IZNGTN � OF DAMP r a INrEGf.AI. PA15C12 & TPUNICASP POMC5 � .9"P. x2' N x Y Y 51'AI,L CUPS CUT r 1 I RESERV D - --C31,1 t 6ACK- 69?(�UNP W/ WF1 rc: 5YMi30L CL c0 & �-�rT�f?iNG ��,-, - r -fl,l� I Op s r� _ F NO dd t ONLY �t w/ Q 5TD, WO ANG r r;_ — r, � P PANTEP 0' C9 *, , ��MQ MT5 Lco Z Z d 0 i1J � NC�CI'. STALL Co a ►� v � 4 ~ o - � zemZ Mu z �+ PAM 5YMPO� W/ 4" 5TRIM ` h:,ar —TC%P HINGE-offIf�it 'I 5ftfcC trl PAP � Oil GrI7A / ,r-C30fTOM HI'Na- r--rIN15H GW� 17V 11,; ul II -- -- - %��I 1.�� ���►�.i_ + i..� ���, � ° - rye Q� / ft ��' � �•l� � F dam' /.�)'I �V .,-5{ ._ I -- --- I'`fF't��t✓ 1��f L=I� ��� y�,f�^�-1!-� ' .a l c:l w > ru ui cc X ll , A-5 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 \` PHONE; (360)403-3551 BUILDING PERMIT Address:16408 51st Ave NE Permit#:1733 Parcel#:31052800101100 Valuation:15000.00 OWNER APPLICANT CONTRACTOR Name:KLEIN FAMILY PROPERTIES,LLC Name:James Klein Name:Klein Family Properties,LLC Address: 16408 51ST AVENUE NE Address:6101 152nd Street NE Address:6101 152nd Street NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Marysville,W 98271 City,State Zip:Marysville,WA 98270 Phone: Phone:425-508-2807 Phone:425-508-2807 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 3 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TALC NO" ::Sa tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded ity 'Arlington#3 01. I' Signature Print Name Date Released By le CONDITIONS See red-lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/13/2017 Building Permit Fee $354.68 11/13/2017 Building Plan Review Fee $230.54 11/13/2017 Process ing[Technology Fee $25.00 11/13/2017 State Building Code Surcharge Fee $4.50 Total Due: $614.72 Total Payment: $0.00 Balance Due: $614.72 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon IV Permit Information Date 11/6/2017 Permit Number 1733 Project Name Emerald Springs RV Park(Shoultes RV Park) Applicant Name James Klein Applicant Address 6101 152nd Street NE City, State,Zip Marysville,W 98271 Contact James Klein Phone 425-508-2807 Email james.klein@live.com Permit Type Commercial New Site Address 16408 51 st Ave NE Valuation 15000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Service buildings for RV Park Assigned To Kristin Foster Property Owner Parcel Address Legal Owner Phone Zoning 31052800101100 16408 51ST AVE KLEIN FAMILY PROPERTIES, 111 Single Family Residence- NE LLC Detached Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Klein Family Properties, LLC .Jim Klein 125-508-2807 bacob.olin@live.com JOWNER Review Date Type Description I Target Date Completed Date I Assigned To E Status 11/7/2017 Commercial Building 11/14/2017 (Kevin Olander 111n Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $354 68 Building Plan Review Fee 345.83.00.00 $230.54 Processing/Technology Fee 341.43.00.02 $25.0 State Building Code Surcharge Feel 386.00.01.00 $4 5 Total $614.72 Uploaded Files Upload File Date File Uploaded B 11/7/2017 1:03:28 PM 1-22-16 Approved Construction Plans Parti_pdf Foster,Kristin x 11/7/2017 12:45:27 PM 1733 Plans.pdf Foster,Kristin x 11/7/2017 12:45:27 PM 1733 Appiication.odf Foster,Kristin }( Kristin Foster From: Katrina Newport <knewport@marysvillewa.gov> Sent: Thursday, November 09, 2017 8:35 AM To: Kristin Foster; Bianca Korkeakoski Subject: RE:Arlington Permit# 1734 Good Morning, The applicant has paid their utility fees and other than that the City of Marysville has no comments/concerns for this applicant. Thanks Katrina Newport 80 Columbia Avenue Marysville, WA 98270 Program Specialist 360-363-8201 From:Arlington [mailto:wo@iworq.net] Sent:Tuesday, November 7, 2017 1:30 PM To: Katrina Newport<knewport@marysvillewa.gov>; Bianca Korkeakoski<BKorkeakoski@marysvillewa.gov> Subject:Arlington Permit#1734 Please have review completed by Tuesday the 14th. Thanks Click Here to open the permit. Permit Information Date 11/7/2017 Permit Number 1734 Project Name Emerald Springs RV Park(Shoultes RV Park) Applicant Name James Klein Applicant Address 6101 152nd Street NE City,State,Zip Marysville,W 98271 Contact James Klein Phone 425-508-2807 Email james.klein@live.com Permit Type Commercial Plumbing Site Address 16408 51 st Ave NE Valuation 15000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 11 Proposed Use Service buildings for RV Park Assigned To Kristin Foster Property Information Owner Information Parcel#:31052800101100 KLEIN FAMILY PROPERTIES,LLC KLEIN FAMILY PROPERTIES,LLC 16408 51 ST AVENUE NE 16408 51 STAVE NE ARLINGTON,WA 98223 Notes Date Note 11/7/2017 Marysville's Utilities Uploaded Files [Upload File] Date File Uploaded By 11/7/2017 1:28:50 PM 1734_Plumbing Plan.p(If Foster, Kristin I 11/7/2017 1:28:21 PM 1-22-16 Apo-roved Construction Plans Part3.pdf Foster,Kristin 11/7/2017 1:26:53 PM 1734 Buildinc Plans.odf Foster,Kristin 11/7/2017 1:24:15 PM 1-22-16ApAroved Construction Plans Part1.pdf Foster, Kristin 11/7/2017 1:21:36 PM 1734_Application.pdf Foster,Kristin 2 COMMERCIAL APPLICATION '.� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE-Arlington, WA 98223 • Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two(2)Architectural Drawings ❑ Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One(1) Project Specification Manuals(if applicable) XOne(1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced(cDarlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ��ilNG�O� Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. VVAC 296-466 Eiecfricai Safely Standards,Adininistratiori, and irisiaiialiuri C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,600 psf unless a Geo Technical Report is provided (IBC Table 1804 2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 9 COMMERCIAL APPLICATION ' PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1 Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction 7. Indicate finish floor elevation for the first level 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9 Show the location of all existing underground utilities, including water, sewer, gas and electrical. 10. Flood hazard areas, floodways, and design flood elevations as applicable. B. ❑ ARCHITECTURAL DRAWINGS 1 ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5 IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8 List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. REV 2015 Page 3 of 9 Ay fj,, COMMERCIAL APPLICATION �.� PERMIT SUBMITTAL 'IN Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls, doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors, windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4 ❑ Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feel ur yiealer in height b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes c n SPECIAL INSPFCTICN 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1, One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL INC,+o Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. 0", k Name of Project: C �"` t Q 0'l f tl g .S` V` Valuation: �� � Project Address: o d°Y O 8' Parcel ID#: Legal Description Owner: 4j�mL,_ C_ /fle/ i+ Phone Number: Address: 2 C City: �tate: Zip Code: g ;0 2 7 / Engineer: Phone Number: Cell Phone: _ //}��'2�S 3 y 9 y 2 E-mail: Address 8 v•r 9 7 City , � • State: Zip Code: 98 2 2- General Contractor: LA, Phone Number: Cell Phone: E-mail. Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: C ! - Phone Number: **0 y2 X 5-0 8 2 8!/ 7 Cell Phone: ro 2- 8 O 7 E-mail: Vp.P„ 2 f ® /k 1e ,p a . C c A4 Address: C/V / /t2 City: 4 .- State: k/si_ Zip Code q rP 2 7/ Proposed Scope of Work. REV 2015 Page 6 of 9 CITY O� COMMERCIAL APPLICATION PERMIT SUBMITTAL ill G� Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 9 a r�4 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 Name of Project: Project Address: Z Y a 8 rl a,,.t -W r ti "� �af�, , ��Z -� Special Inspection Firm: Address: 6-/ 0 / l-rL '''� A4lg /VI a—y1'vi� //< 1✓ar'�+ • 9827 Contact Person: f�i'r+, /�. A. Phone: y2S S 0 2-9- v 7 Email: (/a s-v eS Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed) ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 2015 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant i2 r: S�,� �S Site Address 16yog 5 s� Q �� Oar : �a.gg2?%Idg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Number of Stories Square Footage Per Floor Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detention systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc . ) ❑ Hazardous materials ❑ mgn puea/racK storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 L�1 Y p COMMERCIAL APPLICATION 7�ir�c�oz PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the to sand conditions of this agreement. Owner: Ci Date:_0", 1 , '�-�t7 I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY �'2 Received Permit# Accepted By Amount Received Receipt# Da (� REV 2015 Page 9 of 9 r•• �� �� t Service Buildings. Every travel trailer park shall be provided with one or more service buildings adequately equipped with flush-type toilet fixtures, lavatories, showers (separate for the sexes), and laundry facilities. Service buildings shall be located not more than two hundred feet, and not less than eight feet, from any RV/travel trailer space. Service buildings shall be of permanent construction with the following design elements: (1) The floor shall be of water impervious material, easily cleanable and sloped to floor drains connected to the sewer system; (2) The buildings shall be well ventilated; (3) Toilet, shower, and laundry rooms shall be well lit at all times; (4) Hot water shall be supplied at a minimum of three gallons per hour per travel trailer space for the lavatory, shower and laundry room fixtures; (5) The minimum number of toilet, lavatory, shower, and laundry facilities in each service building shall be two toilets for the females, one toilet for the males, one urinal for the males, two lavatories and one shower for each sex, and one laundry facility. These facilities shall meet all requirement per Uniform Building Code (UBC) and accessibility requirements; (6) The laundry and toilet rooms shall be separate, and the toilet rooms shall have exterior entrances. (e) Water Supply. All travel trailer parks shall be connected to the city's public water system. Sewage Disposal. Each RV/travel trailer space shall be provided sewer connection to a public sewer system that meets the standards of the city's public works department. Adapters, allowing for a tight connection shall be available from the RV/travel trailer park operator for the use by tenants. (g) Refuse Disposal. An adequate supply of containers shall be located not more than two hundred feet from any travel trailer space. The storage, collection, and disposal of refuse in the travel trailer park shall be managed in a manner so as not to create a health hazards or nuisances. (h) Fire Protection. In every RV/travel trailer park there shall be installed and maintained approved fire hydrants and fire extinguishers in number and location in compliance with the Arlington Fire Department regulations. (i) Duration of Stay. No RV/travel trailer shall occupy a single travel trailer park for more than six months within a one-year period. - • n 1 2f f5 cNSEC Co ; mi ntt _ Buildingsncurki ,P3 &R-4 aver 3 stores and 9tt R 1 Revised Sun 2016 General W-6 Proleut"sties i':teir#RV Urvices SuAding T Vate 5/29/2017 _ This PROd-SUM P,-01e.O SlmigP.ddteass- 16422 13-�,stA.aert+,h-_€IE r 2tBuikiiag 00-a-park-A--ca a se fot-m shall be Project City,County,Zip: Arlington ! �822 provided as a cover 9 sheet for all Project Owner or Rep Jiro Klein compliance fonts submittals.Project lurisdictton: OlyofAdmgtrsr ' - Title matclkesproject _ plans Title tticck. ------------- Project Description flev,construction#and AZdkir►r#s Select all that apply to 67 a!� � R:,iblitrq �i.SvOnr Ad4i km � sr op a of prgj.cL ��. �dslii #r Exi,li Select Addition �r~iSG'rlq or E:A3NN-Pe#iftrq Retrofit Alteration {-Existing if 117e _ existing building will be ID,Akeratiiqn Ru'KatM7l+Ek >I!1r :t�rr in 9'a�Q sOt1d1110nin )combied viU h addition or altarai;on k;oenjor%tr., ?4 conWfrajw3e,gar Sactian _ Change:f Occupancy d_1 t-tisto'c Suifdi n C502.1 or C503.1. 3�;lriity=i�iTi%RfS-xy"n- ;1 91,fr+.2-,awff All i�ik irxy E:ivelopo U klechamfical Systerns secvcewatwawsyverns i Wltiry.System ! �Eie�rt�ai S�rstea,s �i All Cocimercial (`j Croup R-RZ,R3,.rL€4 (`� over 3 stcr+es and ail R! Wired Use-30dirg is greater INn&,Ive st*Civ abOve grade ade and it Ras both Commem.iar and Gmup R 0�cupa�ac�, '3�t� Cupaxies- fPiyed Occupancy-&I(arg#,timse 31clie;s rd k;ss a",d 7ra&and rt has both ramrrec,:al and Group 32,PS or P4 o cupane,es, Selecl.411 Commerziat eo d,;crlrrrd!r-.—.r4m;ao,:a far U.e cot,irmrci.l area;of Uw bui?&V, the reside iFsl Spaces Sh31f comply with the WSEC Raciciantial pfmisia)m -- -- - —~- Select 0 that apply to it`e scopa ¢ Faity€nnzdafuned ,Serr€i i t s j sz�rfri #ais+t'Aarrhouse, Walk-aft Cooi-.#Reezer. =€�+ Energyracy at ou =` Ref it eratecl oisptay Case' Space Conditioning Categories Eiigfbia;Low Ene#-!y Spaces Uncafv.lifsory d .J R€ r�€rgy t>aa�#r�iu atis capacity Wireless servit e Wireless shelter Gre'?t►7►©fesa4 ��Equipment budding equipoizFloor !'.-,- �p � , loears.Ave ' P'loot :=_1_il art F �is`�?fE;�� ids rsKlCtit.st�•wC1 frH3C15'Fa�� �rujt €C;Mls I-tcoT Area grade Stories _ :2245f 224sf Presc t_. 4 a1 Lei�l:rt Pertvsrrrance Pms,r6pfive-Prgi?c!s cc.7y*i Ig(), sinp�ni,�f•��shn c+azr- ry�6^ste cs+r�o&arce V dh aft V,;skWes rs isratory artt pr crrbrve r8f$rA&�nrNtls car`this oatie. Raferfn tFen f forrrae•7kvmvkm Crr+Ycrarrce founts!n General Cr3mrYlYcince o;twls cw M a PrescrWD've_ubsmtlat-Afil�c;r'caca� -Rr . LTc�,StFCtl.3rrd�,�5 Patti total Building Pefforruance,-Frofe-cts Cr,.MWyuxj vie Wail butldrng 1MIAorfn8nce(T9P)steafl inrtfxle a summary of results tiara a-MvIe budding arergy oxr�l per Section C407 and Shall dentairstrate c0trp&71?ce with all eppikable man de ryprovissors to this -.vae.Refer to Sec&-or C44't.2, I(em 2 for-more informabbii. r rx wA&r'a forms b xa:Yf.c,&,,IOA?r0a.srrho YW-PiC*JSIA,,'C.;`Ti?-SIA41 I:W76- F_.��y-CKK i.Tr- C_ DIT LTA crW:;J.-Ia1►.";''E:H::h-r,'.(v,.rw0`trl'c:ri�,f;?+�IVQr t Received Nnv 0 6 ?017 om ------- Offil-IN -111I1LUW7- ENV-SUM! 2015 V.fSEC Compliance Fonrts for Commer- ,i Buildings iIlduding R2,R3,°R.r,�wer3 skari.�s,3rad ati?i _ RQ+resau.tun 2016 prole-Cg: 3 Project Title- KlOhlRVS"rvicOSSuildlsrq CBale 05I29/2017 tanapllaarsQ it � Applicant lratermatiCrtr "rr�vrrt� nntaci in ;rraaii€a atrr.: : :_,_'.;rr.,-,a Fcr EAAding Depa�bwrttitise do not requir a a respond to inquiries about co,npiiance fortis information+. password to rise. Company Name: Klein Family lf7Strzrcfion&1,a<td an Com r�Cidress: calculdlirigcells Lyra Company 6101 162nd Strr:nt.ME,k6ngtorv,WA wrile-pmlected. Appkani Flame: h"Kleine —� -----— Applicant Ph ane: `"` Applicant Emall. Fproi eert D(es iption NOw8,Jklin .�dditP>1rt ] 4iferar` l 'ceU- Panc Type � rail t:;ammefdat G�qup R-(;lf &Nd R2,R&R.4 ovev 3 storiw, Selection required to enable roerrss- Envelope Compliance Patti ir;t�rescnpt;ve > k;[fn;fiGra�rit i�erferrtaant� Selection regtrired to enaf la f«rl as_ Compoltent Performance Calculation Type 0Standard (`?Change ut(1x0pan-y1conditionaig Selection iWwr9d to enable EW-UA +stir�nad Eticcierwcy I�aclea op it�+�-C40 _d EsiiSarrred Envelope lrrpY and ENV-.St-IGC farms To xmr;r; Gera vi ce tx ifdirrg tl?crrr-:, :r: :�:,:vgr'frut7tarrCe is r Fi`t'o la:e:ltW Me Target UA. ;; Air barrier t,esfirvj rAw Sectictz"402 5,1 1 sir Farrier testing not aegvired included to pr*cl scope " Air Barrier T�-stig1 � s�dafrgr�stai=i4icr4rcy Pac -L-gW r:3p b-t':4�&zRo4uced Air irrfil raticsz Tts�srttrly rl5rarorN lief$tftary measured�r!rta��t,e ref ltWrlllfrg anYero,�e drMs ner eu ec-add?5 dirt ,(air barrier surtz"area)unclar test pressure of 0.3 ind)w.g. Vertical Fenestration and ieiaivefa:al Giass Exterior Skylight Area Calculation Above Graff pry Vertical PrescriptivePatti-t=ntervair�s .— fi;c fit #r,=rlks;} {ivsclL��ay K.," sVr �2rri�S i0CegJats fatasfratirsri vertical ferresimtlon.sl rilehts.gress wali t e and roof on Olt E/V S7; i workzheL4. Comporieni Perfasmance-Enter.values. Gm!ss Exterior in EiVV-UA andlor EtVV-U,,A-GROUP-i; Tor7t Skylight l?t dii►IdFr1 by q wiorksheat. ;elr�r3e vale es auto-fill frz�tr y -r Rf.W Ares tin es 100 equals %Skylight EAJV-UA and arps wnte,uroracted on ENV- 0 .0 _ 224.0 Vertical F12flestsaViOn VERTICAL F=ENtw,'`MN'FiGN AREA c.tiM4"UES FenestraI-on Area Compf a ice ,area Skylight Afea S°F,°iLtcyHT AREA GCMPLIES Vertical Feaeqtration A ? I-tr�4d 041" r---, s,and.•9Y�.�?�.-r�i i�•.c4Y`.rt.;.1 r ilteirnci r's i � t euscat r3u:t r�,aii sy ie n f`o2"r f,,:?_t,'`.S and C4016 Show iocatrars of qualifying daylight Pane "n fief buildings -,7 sturips,25/6 of mare o;NET i<oiat area,N in dayii�t?E z�stas;ter areas and ft2 iV �rtljer..tf{ens. In buildings <3 stories-5f1°f r m0,e.osICIO JUTIONED floor aura is witttir:diVNgftc zones per =ar r3ayhjJrPfvex.Arms :t i a).SideligFri amr)S inclarde pim,"ary+ Daylfgtil i,.ne Calculations secandfarydaylgfrtzkmf,-areas_ Daylight mac=,+= sr_ tr2tEnsa .isr� ^'trf¢`ri1 1s;�F.�ht i�}O4 rm Dayfigm I�;:r_ent DayUght b)Include overlapping toptight anti rd��4 v ssectari.h€o 'alceiiakir�rts R uir�cl ao-�so:?zs�rr Zone Area Zoite Area sirteliglttylight r.r,�c areas under - _ Topfimrht C)-Refer to._4 Nller 2 iornetRoor Yea .. sforv, l•:::iF2.`r`:rrGi3:ca;:jlSi�G': P.l1E�;eG r - G,- .ft ..l } trr�f7f�l�crl•Li Building Requiring Sky!i hts i��r"�. errfr'd sL(--oa _y i Fr ! ,,, Coi,;'c)-ecl,uias •rrirunurrr7 rf kin/of-fie t;Gor S P ace 7rer Os") DLz Area a ifz', `;t,tt or Af)e stur,� E rct�iiur, he wwn'a d 3hyt^7/t1 o ay!- •.., , 'Cr -�� 1� G I cad eJ ' ,eCe1Ved • 0zV a CITY OF ARLINGTON BUILDING DEPARTMENT .�— ,�. �- APPROVED ;. DAW4';�Z—JBY,4t�� --- — ----- _ _- — _ - NO CHANOER AUTHORIZED . UNLESS APPROVED BY THE OFFICE___ COPY _�. Service Kook ups on -- BUILDING INSPECTOR drivers side rear of pad -- �`rl Flo— -�• PROJECT INFORMATION w= Tax Parcel Numbers 310528- - - ' 001-012-00 I _ Total Area 178,394 sf (4.10 ac) Comp. Plan Designbtion Ll (Light Industrial) Existing Zoning GC (General Commercial) R 42' ° 2V R - ',.f 1 Existing Land Use Single r:imily Residence Ce pca . _. S ace "- Sp ace i�� J Proposed Land Use RV Park 11�.(" Ih Cl, Number of Spaces 92 - - i ar O EN SPACE CALCULAT1011S Total Project Area (Less ROW) 168,776 sf (3.87 ac) a Open Space provided 40,174 sf (23%p of site) 421 51 Open Space required 33,758 sf (20%of site) Emerald Greens - 63' O.C. SITE AREA ANALYSIS 24 Drive Aisle Gross Site Area 178,394 sf Area deeded as ROW 9,618 sf Area in Aisle 30,590 sf Area in RV Spaces 94,500 sf Area in Service Building 3,528 sf Parking Parking 2 Area in Open Space 40,158 sf I,I � Totals 178e394 sf e, V V RV RV Spacer Space Space; , ` Road Length 1,200 if ��� �) �� �f�1 l arking a ing 2 1 � SPACE SERVICE- 2 �RVICE �l�iL�INC� � �I� . I . MAIN FLOOR PLAN NOTES w _ ` loo [ "i. ALL SEAMS AND HEADERS SHALL BE 4x 10, UNLESS NOTED OTHERWISE. f 2. MAIN FLOOR TO BE CONCRETE FLOOR SLAB.PROVIDE 4"THICK CONCRETE SLAB WITH 6 x C,W2.5 x W2.3 + WWM OR FIBER MESH OVf 6 MIL. BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING % GRAVEL FILL.SLOPE TO-FLOOR DRAINS&SEAL PER HEALTH DEP_T S6141ITARY SURFACE_ RE_OUIREMEN1•S K1 cy) $. SOLID BLOCK OVER ALL SUPPORTS a • EXTERIOR WALL FRAMING SHALL BE 2 X 4 @ 16"Q.C.(LINO) •y _ (�` IH. INTERIOR RON-BEARING &PLUMBING WALL PRAMif913 SHALL BE 2 x 4(&W"o c.(T.JNO) p" SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO). ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUF,RECOMMENDED FASTENERS-ALL N I � CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED, �' r FIRE BLOCK ALL PLUMBING PENETRATIONS, FIRE BLOCK r@ 10'4'INTERVALS,VERT IN WALLS � 9, PROVIDE 110-VOLT INTERCONNECTED HARDWIRE CARBONMONOXIDE-SMOKE DETECTOR(CO/St)) IJ � -- I O�ti -- ) CENTRALLY LOCA'ISID ON EACH SPACE,S EE PLAN �j;{/ r`'� `�, �� ) Tr- 10, PROVIDE EXHAUST FAN A`f LAUNORY,AND BATHROOMS,VENT TO EXTERIOR � _ 11. PROVIDE GENERAL(NBULATION, PE]k ENERGY cODE REQLTIR':MENTS,AT WARM WALLS AND EX"M014 - ---- ---. __ - �I� _ r �`f:iu, '� •; ), j)� WALLS OF LIVING SPACE.(k-15 DENSE BATT)R-38 DENSE BAIT AT ROdF/DELI iNQ AND R-30 AT FLOOR _ 12. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR POOMS.AND Ff_GOR/CEILINc - " 5C _ `+✓ } Iv V 'o ` I3. �u�_;VIOE. c : lf?F AIR.�Ar �.i5 APPI_tANGE�L,�A"i�JN�� 14. PROVIDE INSTANTAMOUS 1NLINE WATER HEATED FOR HOT WATER SUPPLY OR AT OWNERS OPTION —�' 51 ------'c, + PROVIDE ATTIC WATER HEATER INSTALLATION WITH PRESSURE RELEASE VALVUE, DRIP PAN AND INSULATION PER APPLICx`)LE CODES, _ �'• 1S. MECHANICAL, ELECTRICAL,AND PLUMBING ARE DESIGN_BUILD.CUT SHEETS,MODEL NUMBERS, LAYOUT ? � AND CALCULATIONS SHALL BE PROVIDED AT INDIVIDUAL DISCIPLINE PERMIT SUBMITTAL, � y ©`N % TRASH ENCLOSE SHALL SE LOCATED AT EACH SERVICE BUILDING AS SHOWN ON THE PLAN AND IN COMPLIANCE WITH JIM KELLY'S REQUIREMENT SEE DETAIL#5,SPACE TO BE FENCLOSED WITH SLA:"K T� _ VINYL COATED C'iA1N-LINK FENCE&GATE SYSTEM. 1 _ U. > z_ c.K > CL Lu > F- I C) Ix I [ Z Z - 10 ( lE ! I MAIN FLOOR PLAN NOTES � a s 1. ALL BEAMS AND HEADERS SHALL BE 4 x lO, UNLESS NOTED OTHERWISE. �� oeJ - �- 2, MAIN FLOOR TO BE CONCRETE FLOOR SLAB:PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2,9 /" WWM OR FIBER MESH DV/6 MIL. BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING ' w Q• 2-A ntL(iQ GRAVEL R}LL, SLOPE TO•FLOOR DRAINS&SEAL.PER HEALTH DEPT SANITARY SURFACE REQUIREMENTS. 3. SOLID BLOCK OVER ALL SUPPORTS, s 4. EXTERIOR WALL FRAMING SHALL BE 2 x4( 18"o c (UNO) ` ' I f 1. INTERIOR I`IC�(-BEARING &PLUMB�+G WALL FPAMa1�1;C3:9F'WLL BE 2 x#� 113"o.c.�01' _ j� �� !- _ o I I *+�Igo ���f�iH-�C''�i B. SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO), p ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUF, RECOMMENDED FASTENERS:ALL N C�( ~ - CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL,BE HOT DIPPED GALVANIZED. v- i - -- Q Q ®m f V_ - y !. ,� g. FIRE BLOCK ALL PLUMBING PENETRATIONS, FIRE BLOCK Z 10'-0"INTERVALS,VERT, IN WALLS. r-�� 9. PROVIDE 110-VOLT INTERCONNECTED HARDWARE CARSONMONOXIDE-SMOKE L)ETECTOR(CDISD) CSNTRAL,LY'LOCATED ON EACH SPACE.S EE PlA1!+i I par•, 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR. 11. PROVIDE GENERAL'INSUTAT",P5R ENERGY CODE REGU REMENTS,AT WAR)..WALLS AND tXTERIOR i WALLS OF LIVING SPACE. (R-16 DENSE BATT)R-38 DENSE BATT AT ROOFICEILING AND R-30 AT FLOOR. 12. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS AND FLOOR/CEILING, el, I 13, PROVIDE OUTSIDE AIR AT GAS APPt1ANCE LOCATIONS, " v ' __ jj. h � � .. C w , PROVIDE iNdTANTANIOLtS INL!NF'.NATLR hIEAPErt POR HOT WATER.Sl1pPL,Y OR, T OUJNRRS oPT!ON n ROVI� ER 'V1H PRESSUof PE JhE E VAL.L E DRIP P0,1.,'kND�E ArTIO lVBEft H 4T s � '.:� I✓ �' ' I J INSULATION PER '.`.ODE S. R APPLIC ABA E MECHANICAL, ELECTRICAL,AND PLUMBING ARE DESIGN_BUILD.CUT SHr--ETS,MODEL NUMBERS, LAYC>+.)T" AND CALCULATIONS SHALL BE PROV1 ED AT iNDly°t0L1AL DISCIPLINE PERMIT SUBMITTAL: � 16. T RASH ENCLOSE SHALL BE LOCATED AT EACH SERVIOE BUILDING AS SHOWN ON THE.PLAN AND IN TT C`1`_)I`41PLIANC•E V11TH jI641 KEL L'i"S REQUIREMENT -SEE DE TAIL#6 SPACE TC3 SF rENC 1,CJ.GED V,11'rcl g.. I r I 4) YLC•;OTED GL IAlhl•LtYyK f F.11C;E ? CsA T t_SYr' sh1. I� m_ -7 s LA_ ELeOAtTtON (NOTES Z - __-, _- �.�- ~�1_� - _ --- - - - - - --- 1. ALL EXTERIOR WALLS TO HAVE BOARD AND 0 _ BATTEN COMPOSITE SIDING,WITH TRIM AS � SHOWN ON ELEVATIONS: fLL Z �I Z PROVIDE CONTINUOUS METAL GUTTERS ON 2 x Z L WOOD FASCIA_ uj Q 3. ROOFING MATERIAL TO BE ASPHALT COMPOSITIONS ROOFING, PROVIDE ZINC STRIP Q Q CONT.SCREENED RIDGE VENT. OWNER OPTION: m ; y 0 STANDING SEAM METAL W 4. TRIM ALL WINDOWS AND DOORS WITH 2 x WOOD u Z Z f WITH PRE-FINISHED METAL DRIP-FLASHING. Ix — 6 y CAULK ENTIRE PERIMETER, (UNO). W J .' 2�� (.L-t�V��;.r _� ��ui+roAT>Iau���ar�rF.� � 7771 v ( . EXTERIOR&INTERIOR BEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o c. (UNO) 2. INTERIOR NON-BEARING&PLUMBING WALL FRAMING SHALL BE 2 x 4@ 16"o.c. (UNO) } _ - PERIMETER DOUNDATION SHALL BE MONK)-POUR 12"WOE AT BASE x ANGLE TO MEET UNDER SLAB WITH 2-#4 BARS CONT: HORIZ,TOP AND BOTTOM AND#4 BARS AT 24"O.C.VERT.ANGLED INTO SLAB WITH 24"MIN OVERLAP TO NV =, WWM OR 48"EXTENSION INTO SLAB WITH FIBER MESH.REBAR PER DETAIL. (UNLESS NOTED OTHERWISE)EXTERIOR WALL FRAMING SHALL BE 2 x 640 18"o:c.ON PRESSURE TREATED SILL BOLTED TO FOUNDATION EDGE WITH 1/2"dim. ANCHOR BOLTS W/7"IMBED @ 48"o.c, &WITHIN 12"BUT LESS THAN 4"FROM CORNERS AND END OF PLATE.PROVIDE 3"x 3"'x 114"SQUARE WASHERS AT EACH BOLT.PROVIDE ALL MANUFACTURE-RECOMMENDEDtFASTENERS,ALL t~ CONNECTIONS TO PRESSURE TREATED MAILS SHALL BE HOT DIPPED GALVANIZED. N 4. CONCRETE FLOOR SLAB: PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2.9 WWM OR FIBER MESH OV/6 MIL. _ Bi ACK VAPOR BARRIER OVER V SAND ON 4"COMPACTED FREE UmU NIUG GRAVEL FILL, V, S. PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. 8. ALL FOOTINGS TO BE 1 @"MINIMUM BELOW FINISH GRADE AND TO BEAR ON UNDISTURBED SOIL: STEP FOOTING AS 7 1 SITE REQUIRES �� \ 7. ALL FRAMING HARDWARE TO BE SIMPSON. PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS.ALL a CONNECTIONS TO PRESSURE TREATED MATERIALS SHIALLB9E,HOT,DIPPE0 GALVANIZED. � = WATER PROF EXTERIOR SIDE Of FOUWATIO N: �. �. ROOF FRAMING PLAN _t 1. ALL BEAMS AND HEADERS TO BE 4x10(UNO). 2. SOLID BLOCK OVER SUPPORTS. ZZ 3. PROVIDE PRE•MkNUFACTJRED ENGINEERED TRUSSES'®24"a.c,&PROVIDESIMPSQN HARDWARE AS NEEDED 1� ( FOR A COMPLETE INSTALLATION: SEE PLAN FOR LOCATION&TYPE - �� 4. PROVIDE LADDER FRAMING AT GABLE ENDS @ 24"o.c.,SEE PLAN FOR LOCATION - 6. PROWIDE CONTINUOUS METAL GUTTER ON 2 x WOOD PAPA. ram G� r I T 6. PROVIDE 1/150 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION AT EAVES OR 1/300 x ATTIC SQUARE FOOTAGE } I OF ATTIC VENTILATION IF 50% IS AT THE SAVE AND 50%IS AT THE RIDGE. 7. ALL ROOF AREA; 192•qft x 1/300=0,64 agft or 93.0 mq In NET FREE AREA r 8. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF THE ENGINEER'S.CALCULATIONS&N)OPTICA710J$S. ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS, La ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. -' ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. p t# 12. PROVIDE 22"x 30"min: 20 MINUTE FIRE RATED ATTIC ACCESS DOOR WITH 30"CLEAR HEAD SPACE ABOVE. DOOR - I .� ( SHALL BE SELF-OLOWNG HINGES AND SMOKE SEAL AT PERAETER.MAINTAW ACCESS THRU OC�T ATTIC W.BEN � CONDITIONS MEET ABOVE REQUIREMENTS. - ����q4qlOL APO ELEVATION NOTES 1. ALL EXTERIOR WALLS TO HAVE®OARD z AND BATTEN COMPOSITE SIDING,WITH 0 TRIM AS SHOWN ON ELEVATIONS. O L !- - 2. PROVIDE CONTINUOUS METAL GUTTERS U. Z IY ON 2 x WOOD FASCIA.. FE C7 Lu � I 3, ROOFING MATERIAL TO BE ASPHALT Z Z COMPOSITIONS ROOFING. PROVIDE �e ; ,21NC•STRIP CONT. SCREENED RIDGE +Q Q VENT. OWNER OPTION:STANDING SEAM � CL I- Z METAL u r{ ' 4. TRIM ALL WINDOWS AND DOORS WITH 2 Z I x WOOD WITH PRE-FINISHED METAL Z N Z DRIP-FLASHING, CAULK ENTIRE � W,( � Lj� PERIMETER,(UNO). A2 RE§TROO!fi &-E&Rf§FzR FREE NOTES 1. REVIEW ALL CONSTRRUCTLON DOCUMENTS PRIOR TO CONSTRUCTION, 2. DOOR HARDWARE SHALLISE LEVER HANDLE OPERATION. 3. TOILET FI70M PLAN ILLUSTRATES FIXTURE CLEARANCE DIMENSIONS AND MOUNTING HEIGHTS, 4, DIMENSIONS,NOTES,AND EQUIPMENT TYPICAL FOR BARRIER FREE TOILET ROOM,UNLESS OTHERWIft NOTED. S. PROVIDE+4'-W PLASTIC LAMINATE OR FRP WAINSCOT AT WET WALLS WITH _ COVED BASE AT ENTIRE FLOOR PERIMETER.SEE FINISH SCHEDULE OR FINISHES ) , � / �i�/ `—�� PLAN FOR ADDITIONALTOILF-T ROOM FINISH REQUIREMENTS. 7� 8, LAVATORY RIM HEIGHT+2'4r TO 2'-10'ABOVE FINISH FLOOR. T. LOWER EDGE OF LAVATORY MIN+2'-6'ABOVE FINISHED FLOOR. y 0. LAVATORY SHALL HAVE LEVER HANDLE FAUCET OPERATION LOCATED NO MORE 2X Vr;4�L i�; ` i WA THAN 17"FROM THE FRONT EDGE OF THE LAVATORY. � 0. MIRROR TO BE+3'-4"ABOVE PINISH FLOOFj, 10.PROVIDE PAPER TOWEL DISPENSER,LOCATED+3'-4 MAXIMIM ABOVE FINISH FLOOR. 11.RESTROOM FAN M SE INTAQRALLY BWITIDHEp WI1&I LIGHTING ANID VENTED-TO ' 2'1 " r_ �1��fD5�16 O,C, OUTSIDE. j =` 12. CONNECrTO EXISTING WATER SYSTEM,IF FEASIBLE,OR PROVIDE INSTA-HOT ) .a Y' WATER TANK MOUNTED UNDERSINK AND IIVACORDANCG WITH ALL APPLICAME ` . A Ff 5V w/ %0'0 x 10"Aff, REQUIREMENTS. 13.PRQViDE BLOCKIW BEHIND GRAB BAR SUPPORTS CAPABLE OF SUPPORTING A @ 481,O,C,w/IN 12"ff FW 300-POUNID LOAD. & >-fJ2"Of CCWI 9&W? 14.PROVIDE SOLID BLOCKING NEHIND ALL FIXTURES, w/ 2",y�2,kx'3/16" 50,WA5R ill,PROVIDE AND MAINTAIN 5'-W DIA.CLEAR AREA,ONE V-0"INCROACHMENTS ALLOWED, ;l I 18.PROVIDE 42"GRAB BAR BEHIND TOILET AND 54'GRAB BAR AT SIDE,MOUNTEDAT C� _;• +33'TO+36'ABOVE FINISHED FLOOR. z i 17,PROVIDE 113"VERTICAL GRAM BAR,MOUNTED 39"-41"FROM REAR WALL AND +39'-41" TO BOTTOM OF BAR 6x6 W2,9xw29 WO18. PROVIDE TOILET PAPER DISPENSER AT+1 Y MAX IN FRONT OF EDGE OF TOILET. 18.MOUNT TOILET RIM HEIGHT+17'TO IV AND+18"MIN.TO CENTER LINE FROM —�- WALL. WAV- - �V VI INS c II ° 0 2`I x/Tu ll ZW 1NiU1,i Nn 10) �......�..-. -- .. r�-_ -_--•- ---- .e._.... .--_-- -- _--� -�--- -- . % OV/b W.�l KK V6.OV/ FRU IJOIlE$ IL -' #4 PAR @ 1011 O,C,CONE, \4 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED. �--- fCV&BOf MIN.5 @ TOP-2 @ PDX INSTALLED AND BRACED AS SPECIFIED BY ARCHITECT, ENGINEER&TRUSS MANUF. 4"TIG>i'ff LIW& I #4 PAR VW @ 10, O.C. u 2. ALL ROOF TRUSSES SHALL CARRY A MANUFACTUIRER'S STAMP. 'VF•�,ffG,MN iJ � ,�, 2-#4 DV ONf, 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL 9,;T-`►9AVeL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. I ri Ww�-'n 4. PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. pm (4y(IL O 0 5, TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. Ur B. TRUSS MAANUFATURER TO PROVkDE ALL-METAL HANGS FOR A•LL TRUSS CONNECTIONS. �i�++�t p }� �r^ b 0 Z LL 7. ALTERATIONS OF TRUSS LAYOUT SHALL SE COORDINATED WITH THE ARCHITECT AND BUILDING ( I V WNPAION P�r& (MONO r 0Z � u� � � � x DEPARTMENT. �3/�>1'-Qn Z Z r1 is W J > _ - - •- -- --- Q _ _ a._ .� - - _ - CL O cn GENERAL140TES Z N 7 cm 1, ALL JOISTS, RAFTERS,STUDS, BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR 1 2016 ENERGY CODE REQUIREMNTS. W c BETTER Fv=75psi, Fb=850 psi,E= 1300000 psi.UNLESS NOTED OTHERWISE. 1 INSULATIONS AND WNd'DOWS Lu Y to 4 2, ALL SAWN BEAMS,HEADERS,POSTS, LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE WALLS- 2 x 4 CONSTRUCTION CAI DOUGLAS FIR-LARCH#2 OR BETTER Fv=95 psi, Fb=875 psi, e=1600000 psi;6"NOM, GLAZING.- <1K,I 1TED_ U-FACTOR= U- VOLIOLjim-PARE J_M-E ARGON SHALL®E DOUGLAS FIR-LARCH#1 OR®ET7ER Fv=85 psi;F6=875;psi; CEILINGS- R-49 BATT IN INSULATION ALLOWED- USE R-38 DENSE BATT INSUL.W1 ADV. E=1300000psi. UNO, ON PLAN. WALLS- R-15 BATT INSULATION ALLOWED- USE R-15 DENSE BATT(R-10 @ Headers) 3, ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER, (below and above grade) Fv=175 psl,Fb=2400 psi,E=1500,000 psi. FLOORS(heated areas)- R-10 RIGID USE R-10 RIGID INSULATION A-3 1 w O- TO NEAM5T CON5TPUCT10N ,v OR wa OF rvmw, 3 - - — COi�►Cf 1� 51MWALK. ' " Srr2if'�s W! M-rACWLE k WAINING5 FLU � D�I?TN & LENGTH RAMP- INT� L PAI5�P & a \ TRUNCATeb POW5 1;ICJ 9 n. x2 N x 2.35"D.C. � � 1 _71 RESERVED M I ACK- C� NI7 W/ , C- co L�f4MIN60L 6011P POP LAYOI 'ONLY Nof 1' 51fi?,W r 012t71NG � G'fnlCAf' O G Mal Mt5 I - 1 ZLu 2 5p,}�p W W- ON fAcP. 5-rAI.L d: > . m Z_ Cw N i p 1'5YMI O0 W! 41, 5TZPI� W Receivers i ,—'rr-,,vP�Nli G� om 4 211 's C3OtTOM NINON oil —r[N[5H O�AM l T.A5H �NCL D5uP� 6P1T�, . I"r�`7� ► �`1�' r f���� �`�/►��✓'� ��'fir• JD • VA LL _ I � LU t I ! �, r f Y.•�%uj jY r , '-'_ - ------ -� ---• � �SI-'f 15111�" x - - . A5 Permit#: 1733 Permit Date: 11/06/17 Permit Type: COMMERCIAL BUILDING Project Name: Emerald Springs RV Park(Shoultes RV Park) Applicant Name: James Klein Applicant Address: 6101 152nd Street NE Applicant, City, State, Zip: Marysville,W 98271 Contact: James Klein Phone: 425-508-2807 Email:james.klein@live.com Scope of Work: Service buildings for RV Park Valuation: 15000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/13/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800101100 16408 51 STAVE NE KLEIN FAMILY 111 Single Family PROPERTIES,LLC Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Klein Family Properties, 6101 152nd Street LLC Jim Klein 425-508-2807 NE OWNER Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/17/2017 C20.BUILDING Building 4 Approved FINAL 11/17/2017 C20.BUILDING Building 5 Approved FINAL 11/17/2017 C20.BUILDING Building 6 Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 11/07/2017 COMMERCIAL See red-lined drawings BUILDING BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $354.68 Building Plan Review Table 4-2 $230.54 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $614.72 Attached Letters Date Letter Description 11/13/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/13/2017 Emerald Springs South,LLC Check#1003 Kristin Foster $614.72 Outstanding Balance $0.00 Uploaded Files Date File Name 11/13/2017 2773877-1733 Issued Permit.pdf 11/07/2017 2761233-1-22-16 Approved Construction Plans Partl.pdf 11/07/2017 2761122-1733 Application.pdf 11/07/2017 2761123-1733 Plans.pdf Date: 03/19/2026 Permit#: 1733 Permit Date: 11/06/2017 Review Date: 11/07/2017 Permit Type: COMMERCIAL BUILDING Review Type: COMMERCIAL BUILDING Target Date: 11/14/2017 Scheduled Time: 00:00 Completed Date: 11/09/2017 Description: See red-lined drawings Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31052800101100 KLEIN FAMILY PROPERTIES, LLC KLEIN FAMILY PROPERTIES, LLC 16408 51 ST AVENUE NE 16408 51 STAVE NE ARLINGTON, WA 98223 Zoning: 111 Single Family Residence - DetachedLot: Block: Z:\Klein,James\Shoultes Rd RV Pak\Sheets\Pl Conce tual Site Plan.dw 10 /2015 10:1h AM �mc> oaZr • 10 Ammer r S� .11 10 oil .. 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RV Park North DRAW BY:J_ DqG � � LAND TECHNOLOGIES DRAWN BY:J�,201 e�A o.O 1� J 1642251 st Ave NE,Arington,WA 98223 DATE: 6✓u/y-20/5 ` S I o i 6101 152nd St.NE,Ma vdle_WA 98270 A PORTION OF SECTION 28,TOWNSHIP 31 NORTH,RANGE O5 EAST,W.M. REVISION 1:- �y^o r� >� MU TECNNOLO� 18820 Third Avenue,N.E. _. REVISION 2:- q m o REVISION 3:- N Arlington,WA 98223 y CONCEPTUAL SITE PLAN ASVBULT: = 360-652-9727 360-652-5374 Fax MAKING A"WAY"M OF NO WAY"